HomeMy WebLinkAboutWWP2703621.22S.E. 133RD STREET
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SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH @ END
OF STUB
ELEV @
S.S. MAIN
DOWNSTREAM
S.S.M.H.
13
498.60
492.60
489.08
S.S.M.H. H2-27
14
1 497.90
491.90
488.79
S.S.M.H. H2-27
15
1 496.90
490.90
487.97
S.S.M.H. #H2-27
16
1 496.60
490.60
487.42
S.S.M.H. H2-27
17
1 496.80
490.80
487.21
S.S.M.H. #H2-26
18
1 497.20
491.20
486.87
S.S.M.H. #H2-26
19
1 499.20
493.20
486.47
S.S.M.H. #H2-23
36
1 503.80
497.80
490.10
S.S.M.H. #H2-23
37
1 504.70
498.70
496.27
S.S.M.H. #H2-25
38
1 504.90
498.90
496.27
S.S.M.H. #H2-25
39
1 504.80
498.80
495.68
S.S.M.H. #H2-24
40
504.50
498.50
495.22
S.S.M.H. #H2-24
41
504.10
498.10
495.01
S.S.M.H. #H2-24
42
503.60
497.60
495.01
S.S.M.H. #H2-23
43
502.90
496.90
491.50
S.S.M.H. #H2-23
44
501.80
495,80
488.42
S.S.M.H. #H2-23
45
500.20
494.20
487.27
S.S.M.H. #H2-23
46
499.20
493.20
486.40
S.S.M.H. #H2-23
47
498.60
492.60
486.78
S.S.M.H. #H2-26
48
1 497.30
491.30
486.88
S.S.M.H. #H2-26
49
1 496.90
490,90
487.24
S.S.M.H. #H2-26
50
496.90
490.90
487.97
S.S.M.H. #H2-27
51
497.40
1 491.40
1 488.77
S.S.M.H. #H2-27
52
499.10
1 493.10
1 489.10
S.S.M.H. #H2-27
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
13
PAD 269 L.F.;
EL.=497.60 R"fb q q
rn
rn
or
z
vrr
_ tL.=4yib.bU EL.=498.20
------------- �� - \ ----------------_-----""--
INT'X STA. 1 1 1 +53.71, ROAD ' B"
STA. 309+98.38, ROAD "C"
00
41
o+ O O PAD
149 L. F. , EL.=5o3.10 /
8"0 S.S 42 /
44 43 PAD /
PAD PAD EL.=5021.60 /
EL.=500.80 EL.=501.90 _ _ /
----------------
SUBACCESS ROAD B
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530
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500
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490
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+
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480
0
0
470
460
L.P. ELEV
= 495.78
L.P. STA =
109+13.29
PVI STA =
109+13.29
PVI ELEV
= 494.78
A.D.
= 4.00
K =
50.00
200.00' VC
INT'X STA. 1 1 1 +53.71 , ROAD "B"
= STA. 309+98.38, ROAD "C"
FINISHED GRADE ELEV @ INT. = 499.59
M
n
N
N
M
00 to
00
+
+
00
CD
M
PROPOSED GRADE
ORIGINAL GROUND
@
C-)
J @
LEI
J
w
LIJ
i
„ 269 L.F., 149 �F35 S.S•
8 0 PVC SDR-35 S.S. @ S_ 140 L.F., 98 L.F.,
-1,1 1 8" o PVC SDR-35 S.S. 8"0 PVC SDR-35 S.S.
@ S=0.40% @ S=0.40%
S.S.M.H. #H2-24, TYPE 1 -48"
RIM = 502.78
I.E. IN = 495.01 , 6" 0
I.E. IN = 494.88, 8" 0
I.E. OUT = 494.78, 8" 0
S.S.M.H. H2-27 TYPE 1 -48" S.S.M.H. JH2-25, TYPE 1 -48
RIM = 495.69 RIM = 504.04
I.E. IN = 487.42, 6"0 I.E. IN = 496.27, 6"0
I.E: IN = 487.29, 8"0 I.E. OUT = 496.04, 8"0
I.E. OUT = 487.19, 8110
ENGINEERS L L C
®CONSULTING
3344008thAvenue South
I ® I * 1401
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivil.com
EVERET7 (425) 297-9900
LE ELNSBURG (509) 962-2608
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Management I Landscape Architecture
ESM
JOB # 1352-006-007
108+00
109+00
r
10 Sy�Nc�� C
1
2
3
43175 Q
h O/sTER� �
s/0NEN[74
9/19/13
S.S.M.H. #H2-26, TYPE 1-48"1 ( S.S.M.H. #H2-23, TYPE 1-48"
RIM = 497,63 RIM = 499.59
I.E. IN = 486.63, 8" 0 I.E. IN = 486.14, 8" 0
I.E. OUT = 486.53, 8" 0 I.E. OUT = 486.04, 8" 0
1 10+00
FIRST SUBMITTAL
SECOND SUBMITTAL
MYLAR SUBMITTAL
1 ST REVISION
REVISED MYLAR SUBMITTAL
1 1 1 +00 1 12+00 1 13+00
86 L.F.,
8" 0 PVC
SDR-35 S.S.
@ S=1 .35%
ESM
09/18112
SURVEYED:
SCALE:
1r=w,
ESM
01/25/13
DESIGNED:
ESM
01/28/13'
ESM
09/10/13
DRAWN:
ONE INCH
ESM
09/19/13
CHECKED: W
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
/�
DATE
/�
APPR
APPROVED:
530
520
510
500
490
-m
460
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
SCALE: 1"=50' HORIZ.
1 "=10' VERT.
50 25 0 50 100
a, I BRIARW00 I
00 LEMENT
<i I S.E. 134TH STREET
m S.E. 1367H STREET
-4 C
x �
LIBERTY D D
N.S.
Im Im D _
S.E. 140TH SJTREET
I !n
.E. 144TH STREET
MAYWOOD
M.S.
KEY MAP
NOT TO SCALE
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT-01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH @ 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4, MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
S=362 122
CHECKED FOR COMPLIANCE TO CITY STANDARDS
,
DATE:
iz C T Y OF HERITAGE PLAT 09/19/201
SANITARY SEWER EXTENSION PHASE 2 P GLDBOOK:
R E N TO N ROAD B PLAN AND PROFILE: DRAWING NO:
Planning/Building/Public Works Dept. STA. 107+50.00 TO STA. 113+21.50 SS-02
SHEET: OF:
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